My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
13-14056
Zephyrhills
>
Building Department
>
Permits
>
2013
>
13-14056
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/24/2014 12:53:46 PM
Creation date
3/24/2014 12:53:45 PM
Metadata
Fields
Template:
Building Department
Building Department - Doc Type
Permit
Permit #
13-14056
Building Department - Name
MCKELVEY,MICHAEL
Address
38544 12TH AVE
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
12
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
f'' _"�� <br /> � �� 1 <br /> � I <br /> ' Foree Engineering & Te�ting Inc. ' <br /> 19530 Ramhlewood Brive <br /> Humble;l7�7733R <br /> Compliance Statement: The product as described in this report has demonstrated compliance with the <br /> Florida Building Code 2010,Sections 1504.3.2,1504 7 <br /> Product Descriptton: AG Roof Panel, Min 29 Ga. Steel, 36" Wide, through fastened roof panel over <br /> Sx4 wood purlins over one layer of asphalt shingles(optional) over min. 15/32" <br /> APA Plywood decking.Non-Structural Appiication. <br /> Panel Material/Standards: Material: Min.29 Ga Steel,conforming to Florida Building Code 2010 Section <br /> 1507 4.3. Paint finish optional <br /> Yield Strength: Min.80.0 ksi <br /> Corrosion Resistance.Panel Material shall comply with Florida Bui�ding Code <br /> 2010,Section 1507.4.3. <br /> Panel Dimension�s): Thickness: 0.015"min. <br /> Width: 36" <br /> Rib Height: 3/"major rib at 9"O.C. <br /> Panel Rollformer• A.S.C.Machine Tools <br /> Panei Fastener: #10-15 x 1-1/2"HILO Woodgrip with sealing washing or approved equal <br /> '/."minimum penetration through plywood <br /> Corrosion Resistance:Per Florida Building Code 2010,Section 1506 6,1507 4.4 <br /> Substrate Description: Min.lx4 No.2 SYP wood purlins over maximum one layer of asphait shingles/feit <br /> paper(optional)over min.15/32"thick,APA Rated plywood over supports at <br /> maximum 24"O.C. The 1x4 wood purlins shall be fastened to the plywood with <br /> (1)8d x 2%"Ring Shank Nail at 4"O.C.. Design of lx4 wood purlins,plywood and <br /> plywood supports are outside the sCOpe of this evaluation. Substrate must be <br /> designed in accordance w/Florida Building Code 2010. <br /> Design Uplift Pressures: <br /> Table"A" <br /> Maximum Total Uplift Design Pressurc: 78.5 psf 101.0 psf <br /> Fastener Pattern: 9„_9„_9„_9,• 6••_3•,_6•,_3,•_6»_3,•-6,• <br /> Fastener Spacing: 24"O.C. 24"O.C. <br /> 'Design Pressure includes a Safety Factor=2.0. <br /> `,��{Ifltl��t,, <br /> `�����C E,�. � �i� <br /> i� <br /> :�Q'y �.0 E 1V S��'n�i <br /> � � � �. IVo.419� .� ���—� <br /> � ��l,�,�'�fn�-- *�� {J�*� `, <br /> �� � -e' STATE QF � �� <br /> � :a� <br /> :p� F r" � <br /> �„�; LORI �4' �``� <br /> �� ''�f����NAI� F'�G�,` <br /> ��t�t��t�Nt♦ <br /> FL#15837.2 <br /> August 10, 2012 <br />
The URL can be used to link to this page
Your browser does not support the video tag.